JPS6448917A - Construction of anchor for fitting fender device - Google Patents
Construction of anchor for fitting fender deviceInfo
- Publication number
- JPS6448917A JPS6448917A JP62205058A JP20505887A JPS6448917A JP S6448917 A JPS6448917 A JP S6448917A JP 62205058 A JP62205058 A JP 62205058A JP 20505887 A JP20505887 A JP 20505887A JP S6448917 A JPS6448917 A JP S6448917A
- Authority
- JP
- Japan
- Prior art keywords
- machine
- pit
- anchors
- lowered
- quaywall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Abstract
PURPOSE:To set anchors with good efficiency by eliminating the needs for diving operation in water by workers by a method in which the operations from excavation of pit in quaywall to fixing of anchors are made by a working machine vertically moving in a guide. CONSTITUTION:A guide 7 of a length enough to exceed the most deep depth of fitting the anchors of fender is vertically fixed along a quaywall. A wording machine 41 having an auger 30 is lowered along the guide 7 for excavating a pit. The machine 41 is pulled up and attached with a cleaner. The machine 41 is again lowered to discharge excaveted soil from the pit. The machine 41 is then attached with a container filled with curing agent is lowered to put the container into the pit. Anchors are set on the machine 41, and the machine 41 is lowered and advanced into the pit to break the container, and the anchors are fixed to the quaywall 1 by hardening the curing agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62205058A JPH063008B2 (en) | 1987-08-20 | 1987-08-20 | Construction method of anchor for attaching fender |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62205058A JPH063008B2 (en) | 1987-08-20 | 1987-08-20 | Construction method of anchor for attaching fender |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6448917A true JPS6448917A (en) | 1989-02-23 |
| JPH063008B2 JPH063008B2 (en) | 1994-01-12 |
Family
ID=16500739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62205058A Expired - Lifetime JPH063008B2 (en) | 1987-08-20 | 1987-08-20 | Construction method of anchor for attaching fender |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH063008B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108450A (en) * | 2021-11-29 | 2022-03-01 | 重庆交通大学 | Prevent that ship mistake from hitting crashproof guide pier structure of pier |
-
1987
- 1987-08-20 JP JP62205058A patent/JPH063008B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108450A (en) * | 2021-11-29 | 2022-03-01 | 重庆交通大学 | Prevent that ship mistake from hitting crashproof guide pier structure of pier |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH063008B2 (en) | 1994-01-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPS6448917A (en) | Construction of anchor for fitting fender device | |
| JPS5736214A (en) | Reinforcing construction work of lock bolt for soft ground | |
| JPS57172039A (en) | Method and apparatus for placing under-water concrete | |
| JPS5771923A (en) | Construction work of continuous underground wall | |
| JPS5721623A (en) | Treatment work for top of pile | |
| JPS57133918A (en) | Improvement of ground | |
| JPS5766223A (en) | Deformation reduction work for landslide protection wall | |
| JPS6439417A (en) | Execution method of foundation pile | |
| JPS56163318A (en) | Settling guider for foundation pile | |
| JPS5761111A (en) | Reduction of extra-banking concrete for head of pile driven in situ | |
| JPS5748018A (en) | Constructing method for pile foundation with underground wall | |
| JPS5781525A (en) | Construction of underground continuous wall | |
| JPS55161117A (en) | Constructing method for underground continuous wall by precast concrete member | |
| JPS57108326A (en) | Construction of pile foundation with underground wall | |
| JPS54128486A (en) | Excavation method using stabilizing fluid in engineering fundamental work | |
| JPS5740024A (en) | Pile driving work | |
| JPS5740022A (en) | Expanded head pile construction work | |
| JPS5670322A (en) | Construction of underground wall by column strip | |
| JPS56142921A (en) | Construction work of foundation of structure | |
| JPS57108329A (en) | Formation of basement | |
| JPS57130622A (en) | Construction of continuous underground wall | |
| FI844885L (en) | FOERFARANDE FOER TAKBULTNING, EN ANORDNING FOER UTFOERANDE DAERAV OCH ETT TAKBULTNINGSAGGREGAT. | |
| JPS6429522A (en) | Sheathing work | |
| JPS57155424A (en) | Executing method for underground outer wall | |
| JPS57104715A (en) | Placement of concrete in shear connector of continuous underground wall |